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HomeMy WebLinkAboutMCCABE WEST LT 8 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ^ddress~'Vl~' J~'H',.~ O ~ SEPTIC ABSORPTION WELL ~fl TANK FIELD , ~ ~ Bilk SubUivision ~ SEPTIC ~ HOLDING Manulacturer Capacity in gallons Material No. of Compa~ments TYPE OF SYSTEM , ~ TRENCH ~ BED ~ W. DRAIN ~ OTHER ~ ~ ~pth to pipe bottom from ~ ~ Total depth from obginal grade original grade FT /~ FT ~ Fill ~dO~d ~Oove original grade Growl d~pth beneath pipe ~ ~ Gravel length Grave, width ~ : Total absorption area Distance between lines ~ ~ ' /- '~ ~ L Installer Date Installed ~ PRIVATE ~ OTHER (Identify} Classification (A,B,C) Total Depth ] Cased to FT FT Installer Date tnstalled: REMARKS: Health Oepa~ment Approval: .~ ~ Date: 72-013 (3/85) A~'CIIORA. GE~ ALASKA A -7714 SIX INCH WATER WELL DRILLED ......... OUT TO THE DE~TH OF DRILLED AT THE RATE OF PROPERTY OWNER ~r. Gene J~n~ ~-~ LOCATION OF WELL SlT~ DRILLER Bernie Claus of Pa~oart Drilling Works. WELL LOG: O - Clay & silty sandy gravel~ la - 38' Hardpan. A cemented gravel. 38 - 79' Gravel with 30% clay binder. 79 - 95' Silty fine gravel. Wet material. MUNICIPALITY OF ANCHO~ DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION · 5 t990 RECEIVED The water bearing material from 9a' to 96' is the only usable water bearing fine gravel. No water below that area, and no' quality water bearing ~aterial above 94 feet. Several ~hours of development time was required to clarify the fine sand. out of the water formation. Good fine gravel is now formed the water b6aring area. Water production is 8 to 10 GPM. This GPM should hold from now on. Only the developing of the huge amount of sand out of the water bearing area has allowed this Well to be a good quality Water Well. We can not begin to charge you for all the time involved in development, but Will charge for fuel .and labor. A minimal charge of ~400.00 seems eq- uitable for all the developing time. Water recovery is back up to within 45 feet of surface. 1/2 or 3/4 sub. pump should be installed 4 feet off bottom. Drill'tng cost: $1995.O0 (~21.00 per ft.) Developing: ~400.00 COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. Total cost: .~2395.00 ~00~ WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FO~I~THE SUM OF ~ , THANK YOU VERY MUCH. <~~~ ~\ / BERNIE CLAUS OF RAMPART DRILLING WOrkS DATE May 25th, t989 ' --~7~'~/~ SERVICE CHARGEOF 1~% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNT$. '.1: NS TJ~L.I.... F'IEF~ [i.::NE') :f: NE:EF~'.,S DES .1: [:aN ,, 'NOT ].' I:::'Y :l: IqSI:::'E:CFT' :1: E)N [':J¥ THE: E:lq(3 :[ NE:lEI::;: ,, "['1'"1 ]: !.:J F:'IEI::RI"t :t: T Z S ;I.' SSLiliED I:::'OR THE I:::'I....I~.~NNIE[) zl- ](!EDF~:E)OI"I !ii~.I:BIJ:'})L.E: F'(.~tH:[L.Y Dt,'.JELL,:[Bt['} C)NL.Y C)N :1.2 i::!!; :L i,':.!~<? ,, ]: CE.:.'I:~T :1: F'Y 't"HI.',IT :: :1.., ',t'. i~un Ca':~m:L],:i.a'u" ~g:i.'t:.h 'Lhe r'e(::luJ, r~.:.~n~(~n'L:~:; for for't.h by 'Lhe hlLu"~:i,c:~.l::h::~],J.'f,.Y c:)f (:trJ(zhcm~.ge (IdE:~) 2,, :[ ~,~:i.].:[ :i.n~i'La:t.:L 't:.he ~[i~y~t. em :i.r'~ ¢~c:c:or'dan(::e ~,~:i.'t:.h · :S,, :1: v,~:i:l.], a~dl"~ere) 'Lo a~:l.], t~!O(.~ ~r'~(::t S'L¢':d'..e o¢ (.~],~BI<~ r, eqt.~:i, rement.~i~ for' I HENRY ~/ILSON 96OI BUDDY ~/ERNER DR.: ANCHORAGE, AK 99516 (907) 346-2000 Construc~neers, Ent~~s CHARLES A. LANDERS SR BOX Ig2-A, MYRTLE DR. EAGLE RIVER, AK gg577 (~o7) ~g,~.~o9~ tls Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15- 16- 17- 18- 19- 20- COMMENTS SLOPE I- N i r o' ENCOUNTERED? S DEPTH? p E Oepth to Water Alte~,,~ q Monitoring? .~ x~7 Bate: ~ Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT LEGEND: ~Brm Cap Monument 0 Iron Pipe · 6/8" x 30" Rebar (~ Survey Hub & Tack 8 I hereby certify that I have surveyed Lot Subdivision, Anchorage Recording Precinct, Alaska, and have replaced all lost corners with 5/8" x 30" rebar. It is the responsibility of the owner, prior to construction, to verify proposed building location on lot, grade, and utility connections, also to determine the existence of any covenants or restrictions which do not appear onthe recorded plat. Dated at Anchorage, Alaska this dayof ..~ I~ ~U ~ ' 19 ~ ~"~'-. CONSTRUCTING ENGINEERS, INC. 9601 Buddy Werner Dr. Anchorage, Alaska 346-2000 694-9098 PLOT PLAN SCALE 1" =~' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 ' Anchorage, Alaska :.99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHOR Parcel I.D. # 1. GENERAL INFORMATION Corn Location (site address or directions) ~, 3 '7_--?_., I Prop~rty o~'~'~ar Mailing address ~Tay phone .... ,,j J/~. Lending agency_ Mailing address Day phone '/"J~ Address ,'~o I "C~" %,~~j g ~--'P--(=E'J~Day phOne Unless otherwise requested, HAA will be held for pickup. / 2. NUMBER OF BEDROOMS: Z~--/ TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: ing to the legality and s~atus of system. 4.!~. TYPE' OF WASTEWATER DISPOSAL: Individual on-site ~'~___ If community well system, provide written confirmation from State ADEC attest- .Holdi~g '~ank Community on-site [tng ; written~cOnl system. RECEIVED .""NOTE: 72-025 (Rev, 1/91) Front MOA~21 g = STATEMENT OF. INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date showr~ below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the d~e of this Address /'~//~ I"~',,~ag5/I~'\ ' inspection. Phone Date -~ ~/~'~-- DHHS SIGNATURE ~ Approved for /~ (/~) bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments By: The Municipality of Anchorage. Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates-based only upon the representations given in paragraph 5 above by an independent professional engineer registered In the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisf~ certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data befog a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions j~i the Pr~)fessi°nal enginee~s*W0rl~, i 72-02~'~Rev. 1/91) Back MOAt~ZI Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) Health Authority Approval Checklist Legal Description: A. WELL DATA Well type t2'~x~-' Log present (Y/N) Parcel I.D.: IfA,:B, orC, attach ADEC letter. ADEC water system number Date completed ~'"/~ ~ Total depth c:~ ~' Cased to Sanitary seal (Y/N) ~. ~ Casing height (above ground) Wires properly protected (Y/N) Date of test Static water level ~'-~'/ Well production ~ FROM WELL LOG AT INS PEbTiC~N WATER SAMPLE RESULTS: Coliform (~ Date of sample: 6'/~/c?~ B. SEPTIC/HOLDING TANK DATA Date installed '4-/~cl Tank size Nitrate / ~.~,~ ~ Other bacteria Collected by: ~ Number of Compartments __ Foundation cleanout (Y/N) ",/C=~ Depression (Y/N) /,/o High water alarm (Y/N) Date of Pum i ~ Pumper o {.--D C. ABSORPTION FIELD DATA Date installed 'd'*/Oc~ Soil rating .~H~f'J~ or fF/bdrm) /~---'~ 'Systemtype~ g. Length ~'D Width ' ~ Gravel thickness below pipe ~ /~' Total dePt Effective absorption area ~:Z)C) Monitoring Tube present (Y/N) ¥' DepreSsion over field (Y/N) hi O Results (Pass/Fail) ~>,e~c~C For ,Z~ bedrooms . ,, (in..): Fluid depth in absorption field before test (in~; ~J% ~F~ Immediately after - ' gal. water added Fluid depth ~'~ ~4 ~ (ins) Minutes later: I ~C~ Absorption rate.= '~ ~:~C) g.p.d. ~' , ~ -? L,' ~ ,. '~ j'IA .,, . , :,~;,.;-~i~.'~, ~', Perox de treatment (past 12 months) (Y/N) l, Jo,u~. If yes, give date .~ I~ 72-026(Rev. 3/96)* ~ p~-ja.- ica{~cj i,~p~-~'T~o"J Date installed Size in gallons Manhole/Access (Y/N) "Pump off" level at* High water alarm level at* *Datum Cycles tested SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot I 2,0 + Absorption field on lot Public sewer main / Sewer/septic service line . MAY 1 5,1997 Municipality of Anchorage Dept, Health &.Hum. Tan Ser~l~_e~ On adjacent lots ~ Icc) / On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: / Foundation ~J ! +- Property line ~ :> I o Absorption field / / Water main/service line ~> ~ o Surface water/drainage '> ~0o Wells on adjacent lots ICC, SEPARATION DISTANCE FROM ABSORPTION FIELD..ON LOT TO: Property line Surface water Curtain drain ENGINEER'S CERTIFICATION// I certify that I hav~e.,de~nined_th~ fl~.ld inspections in conform~2~ w~/~uid~l~es i~ effect on this date. Signature _ ///~/L _.~/P/~/Y',~'/fL..~ \~,r -- Engineer,s NaJe~ ~/~,,~~ Date ' ~/1~/~ ~ c~ Building foundation ~ -- r~/:t: Water main/service line ~ 1 o O Driveway, parking/vehicle storage area ~ ~O~ Wells on adjacent lots ~ HAA Fee $ ' 7 Date of Payment Receipt Number ~2..-/~..~"' Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* Alaska Water & Wastewater 8471 Brookridge Drive ~ Anchorage ~ Alaska 99504 Phone (907) 337-6179 - Fax (907) 338-3246 Consulting Engineers May 13, 1997 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: HAA for Private Well & Septic System. Lot 8, McCabe West S/D. To whom it may concern: The subject lot has a 4 bedroom house on it which is served by a private well and septic system. The results of the field investigation and adequacy tests are summarized as follows: A. WELL: On the day of my inspection (5/8/97) the static level was 65 feet below the top of the casing. Water was pumped from the well at a rate of 5.68 gpm for 87 minutes (494 gallons). During the first 10 minutes the water level dropped to 73 feet and stabilized at that level for the remainder of the test. In short, the well was recovering as fast as the water was being pumped out (5.68 gallons/minute). At the end of the pumping period the well recovered completely in less than 10 minutes. Based upon this data it was determined that the capacity of the well exceeds 5.68 gallons per minute, and exceeds the Municipal requirements for a 4 bedroom house (600 gallons per day). The well produces greater than 3 gallons per minute (720 gallons in four hours), as required for FHA financing. B. SEPTIC SYSTEM ADEQUACY: Per the 1989 inspection report, the drainfield is a 2.5 foot wide trench, that is 50 feet long, and has an effective depth of 6 feet. I shot the elevation of the pipe invert at the beginning of the trench (assumed elevation = 100.00), and the bottom of the monitoring tube (94.80), and determined the elevation difference to only be 5.2 feet. Based upon this data it appears that the monitoring tube does not extend to the bottom of the dralnrock. See the attached drawing which shows the elevation at various locations within the system. Prior to starting the adequacy test there was 43.75 inches of liquid in the sump. Water was added to the clean-out at a rate of 5.6 gpm for a total of 92 minutes (515 gallons). The liquid level rose a total of 16.75 inches, to a depth of 60.5 inches (1" below the top of the drainpipe). This equates to 30.75 gallons per inch. The recovery was monitored for 180 minutes and the water level dropped a total of 3.75 inches, indicating an absorption of 115 gallons. This corresponds to an absorption rate of .64 gallons/minute, or 920 gallons/day. Based upon this data, the dralnfiled was deemed to be adequate for a 4 bedroom house (600 gpd). It should be noted that the system has to be filled to 100% of its capacity, and constant head maintained, in order to achieve the required absorption rate. In short, the drainfield is approaching the end of its useful life. The homeowners stated to me that they have never had any problems with the septic system. If you have any questions, please contact me at 337-6179~ or on my digital pager at 1-800-481-1162. Thank you for your assistance. Sincerely, Je C.C Jack White Real Estate, Loft Hackenberger PHH Relocation, Inc., Lorena Orsonio NOTE: The adequacy of a septic system is influenced by numerous factors, including, but not limited to, seasonal 3~trface water infiltration, groundwater variations, septic system maintenance (frequency of septic tank pumping, usage of biological additives), condition of drain pipe and pipe joints (which can be damaged by seismic activity and deteriorate with age), type of substances deposited in septic system (cigarette butts, sanitary napkins, misc. objects), and the amount of water being introduced on a continual basis. Consequently, the results of this adequacy test are only valid for the specific day of the test. Furthermore, because of the limited nature of this investigation, it is possible that there are hidden defects which may not have been detected No warrantee is made regarding the future performance of this well or septic system Transmittal Alaska Water & Consulting Engineers 0 ,5 : 2 Attention: b/~. O. ~ ']2) W:'~V G From: Jeffrey A. Garness, P.E., M.S. 0 ~o ~, I¢D 8471 Brookridge Drive * Anchorage Alaska 00504 * Phone: (9071 337-6179 * Fax: (907)338-3246 OS-!~-lgg? 04:S8RH FF~OM L.O~!/HARY TOTAL P.01 : tM ~ ~ the ..... :, ....... '5 CT~ ESI A~CHORAG~ '~ GT&E Environmental S~rvlces Inc. CT&E Ref,# Client Name Project Name/# Client Sample ID Ordered By 9722~r2001 AK Water & Wa~tewater 13221 McCare Circle West 13~21 Me~r¢ Circt~ We~t Dri~dng W~lcr Client PO# Printed Date/Timz ,05/i2/97 13:05 Colle~teflDa~e/Time 0~/56/97 16:30 R~ived Date/Time 05/07/97 i 5:05 Te~ni~l Dir~or: Stephen C. Efle $~-np I e Rexaarks: CT8~ Microbiology DrinM:lg 2.69 05/08/9? JSL 05/08/97 RAM MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include 10t, block, subdivision, section, township, range) _s Location (address or directions) 13221 McCabe Circle West (turn So. off Huffman on Bragaw~ (b) Property owner Gene R.. Janige Telephone: (home) Mailing Address PO Rox 11122.,2. Anchnra?,: AK qqRll (c) Lending Institution owner financed Telephone Mailing Address PO Box 111223, Anchorage, AK 99511 ~z~E gl40 Business 345 5]40 (d) RealEstate Company and Agent Jack White £n. Kay Fng]and/Rnnni¢ HChn~r Address 3201 C St. suite 100 ^nchorage, Ak 99503-3994 Telephone 762 2]]0 (e) Mail the HAA to the following address: (or check here [], if hold for pick up.) List contact person and day phone number below: Gene or Sharon Janiqo 345 5140 PO Box 111223, Anchorage, AK 99511-1223 2. TYPE OF RESIDENCE bedrooms~, ..~ ~ ~ ~. Single-Family/~ Number of 3. WATER SUPPLY individual Weil/~. Community Fi Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site~ Public [] Community F1 Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (Rev. 7/88) Page 1 of 2 a to ~ e6ed '~JOM s,Jeeu!§ue leUO!SseloJd eql u! SUOISSILUO JO sJOJJ9 JOt elq!suodseJ lou s! e§~Joqouv to lllled!o!unl~l eqj.'penss! s! ell~o!tBJeo e eJoleq elep ezlleUe Jo suoilo~dsu! lonpuoo lou op SHHa ~o see~oldLU~t 'slueLueJ!nbeJ el~lS pu~ leJepel u!~lJeo lls!l~s ol JepJo u! suo!lnl!lsu! §u!puel J!eql pu~ smuoq ~o sJes~qoJnd ol lselJnoo ~ se S!ql seop SHHQ eq.L 'e)tSelV ~o el~lS eql u! peJels!§eJ Jeeu!§ue i~uo!sseloJd luepuedepu! u~ lq eAoq~ S qdei§eied u! ue^!5 suo!i~lueseJdeJ eql uodn ,~lUO peseq pel~o!tpeo le^oJddV,~lpoqlnv qll~eH senss! (SH Ha) seo!AJeS ueLunH pue qll~e.H lo lUeLUlJedea el~Joqouv ~o ~l!l~d!o! un~ eq.L II~AoJddv leUO!l!puoo lo SLuJe.L leU~!~/~uoo pe^oJdd~s!Q "~ pe^oJddv 'l'~AO~c[g~' SHHa '9 A. WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) ~ Health Authority Approval (HAA) CHECKLIST - FEBRUARY 1984 NIUNIClPALITY OF A"~44 DEPT. OF HEALTH & -- a ~' ~:~ /~c~ ~/"~,~, ENVIRONMENTAL PROTECTIO~Ieg Description: NOV 1 5 1990 Well Classification Well Log Present (Y/N) Total Depth ~',S' / Cased to Static Water Level 4~,,5.- t Casing Height Above Ground RECEIVED Date Completed -,~'- ~' ~'~" t Depth of Grouting /,5-t Electrical Wiring in Conduit (Y/N) f SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line To Nearest Sewer Service Line o~ Lot Water Sample Collected by Water Sample Test Results If A, B, C, D.E.C. Approved (Y/N) __ Yield Pump Set At ~/' Sanitary Seal on Casing (Y/N) )/ Depression Around Wellhead (Y/N) ; On Adjoining Lots //43 · ; On Adjoining Lots To Nearest Public Sewer Cleanout/Manhole Date /D, ~, Comments B. SEPTIC/HOLDING TANK DATA Date Installed /--//',~'~' Size /~.~"O Standpipes (Y/N) f Air-tight Caps (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) Az/' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-SupPly Well ~//0 To Property Line -/-/.S- / To Water Main/Service Line To Stream, Pond, Lake or Major Drainage Course Comments No. of Compartments Z- ~ Foundation Cleanout (Y/N) ~ Date Last Pumped /® ~ ; for Temporary Holding Tank Permit (Y/N)' ~ To Building Foundation To Disposal Field ,~ /43 ~ 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed ~'/- J>~ Width of Field -~t S ' /5-0 Square Feet of Absortion Area ~"~ Depression over Field (Y/N) Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well -//'~ · To Building Foundation _/./,..,4'- ' Lot '"L// TO Water Main/Service Line '/' To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area -~ ..~-4:2 ' Comments ~ //~/~' /~'~//W~ Type of System Design Length of Field ,-~'"~ ~ Depth of Field /O ' Gravel Bed Thickness /-~ ' Statndpipes' Present (Y/N) Date of Last Adequacy Test To Property Line -/- ~0 To Existing or Abandoned System on ; On Adjoining Lots ,~ ,~43 ' To Cutback (if present) D. LIFT STATION -- /L207" ~d Size in Gallon~s--~ ~ "Pump On" Level at -'~"~ High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) ~ Pumping Cycles during Adequacy Test. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect inspection.~ Company Date //- ~"- Receip Date of Payment Amount: $ / 72-026 (Rev. 7/88) Back Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 NORTHERN TESTING LABORATORIES, INC. 2505 FAIRBANKS STREET ANCHORAGE, ALASKA 99503 907-277-8378 · FAX 274-9645 3330 INDUSTRIAL WAY FAIRBANKS, ALASKA 99701 907-456-3116 · FAX 456-3125 Constructing Engineers 9601 Buddy Werner Drive Anchorage AK 99516 Attn: - Our Lab #: Location/Project: Your Sample ID: Sample Matrix: Comments: A106705 L8 McCabe West Kitchen Sink Water Report Date: 11/01/90 Date Arrived: 10/29/90 Date Sampled: 10/28/90 Time Sampled: 1200 Collected By: HW Flag Definitions U = Below Detection Limit DL Stated in Result B = Below Regulatory Min. H = Above Regulatory Max. E = Below Detection Limit Estimated Value Date Method Parameter Units Result Flag Analyzed EPA 300.0 Nitrate-N mg/1 1.9 10/30/90 Reported By: Franco'is Rodigari Anchorage Operations Manager BOP ~599~ '.: ' ' ' ~---'STK~+6'O.-~RAD~AREA~ ---- ' 06~~ ' NSTALL BLEED VALVE . ' ~. MATCH LINE N 0°(J~'22'' E - 660.04, N O°03'~"E i BRAGAW STREET 80.00 S 0°0'1'00" W 659.76 ~ ATMERTON RD.